Article(id=1278415492893348290, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1277328335906669390, articleNumber=1003-3033(2026)05-0287-09, orderNo=null, doi=10.16265/j.cnki.issn1003-3033.2026.05.0510, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=research-article, receivedDate=1768406400000, receivedDateStr=2026-01-15, revisedDate=1774022400000, revisedDateStr=2026-03-21, acceptedDate=null, acceptedDateStr=null, onlineDate=1782727605252, onlineDateStr=2026-06-29, pubDate=1779897600000, pubDateStr=2026-05-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1782727605252, onlineIssueDateStr=2026-06-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1782727605251, creator=13701087609, updateTime=1782727605251, updator=13701087609, issue=Issue{id=1277328335906669390, tenantId=1146029695717560320, journalId=1146031787341344770, year='2026', volume='36', issue='5', pageStart='1', pageEnd='318', issueExtLink='null', onlineDate='null', pubDate='1779897600000', pubDateStr='2026-05-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1782468406892, creator='13701087609', updateTime=1782867658151, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1279002917143286724, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1277328335906669390, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1279002917143286725, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1277328335906669390, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=287, endPage=295, ext={EN=ArticleExt(id=1278415493832872388, articleId=1278415492893348290, tenantId=1146029695717560320, journalId=1146031787341344770, language=EN, title=Seismic fragility and importance analysis of communication base station systems based on a T-S fault tree, columnId=1278415493535076803, journalTitle=China Safety Science Journal, columnName=Disaster Prevention and Mitigation Technology and Engineering, runingTitle=null, highlight=null, articleAbstract=
To solve the limitations of traditional fault trees in accurately capturing the complex correlations among components of communication base station systems, this study proposes a method for seismic fragility and importance analysis based on T-S fault tree. First, a three-subsystem architecture consisting of power supply, machine room, and transmission is constructed, and a T-S fault tree model for post-earthquake functional loss of communication base station systems is established. The functional correlations among components and subsystems are quantified using gate rule tables. Second, the seismic fragility models of communication base station system and the machine room subsystem are comparatively analyzed. Then, the seismic fragility of communication base station system is calculated using traditional fault trees and Monte Carlo simulation, and compared with the results from T-S fault tree. Finally, key impact factors are identified by combining the T-S critical importance analysis, and the weak links of the system are located through the sensitivity analysis of component fragility parameters. The results show that analyzing only the seismic fragility of the machine room subsystem underestimates the risk of system functional loss, and it is necessary to comprehensively analyze the seismic fragility of the communication base station system by integrating the three subsystems. The T-S fault tree method has advantages in describing the fuzzy logic relationships among components, and its results are more reliable than those from traditional fault tree. Cables under the slight damage state and machine room buildings under the severe damage state are the key impact factors. Substations, transmission lines, and machine room buildings have the most significant impact on the system function.
, authors=Wei Wang
1, Yue Wang
2, Benwei Hou
2, Chenhong Xia
1, Xiaodong Guo
1, **, authorsList=Wei Wang, Yue Wang, Benwei Hou, Chenhong Xia, Xiaodong Guo, authorCompany=null, correspAuthors=Xiaodong Guo, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1278415503521714641, articleId=1278415492893348290, tenantId=1146029695717560320, journalId=1146031787341344770, language=CN, title=基于T-S故障树的通信基站系统地震易损性与重要度分析, columnId=1149735802885817075, journalTitle=中国安全科学学报, columnName=防灾减灾技术与工程, runingTitle=null, highlight=null, articleAbstract=
为解决传统故障树难以准确刻画通信基站系统组件间复杂相关性的问题,提出基于T-S故障树的通信基站系统地震易损性与重要度分析方法。首先,构建“供电-机房-传输”3个子系统架构,建立通信基站系统震后功能损失的T-S故障树模型,利用门规则表量化组件间和子系统间的功能相关性;其次,对比分析通信基站系统与机房子系统的地震易损性曲线;然后,基于Monte Carlo模拟计算传统故障树下的通信基站系统地震易损性,并与T-S故障树结果对比;最后,结合T-S关键重要度开展重要度分析,以识别关键影响因子,并通过组件地震易损性参数敏感性分析定位系统薄弱环节。结果表明:单独分析机房子系统会低估系统功能损失风险,需综合3个子系统分析通信基站系统地震易损性;T-S故障树在刻画组件间模糊逻辑关系方面更具优势,分析结果较传统故障树更为可靠;轻微破坏状态下的线缆和严重破坏状态下的机房建筑为关键影响因子;变电站、输电线路和机房建筑对系统功能影响最为显著。
, authors=王威
1, 王越
2, 侯本伟
2, 夏陈红
1, 郭小东
1, **, authorsList=王威, 王越, 侯本伟, 夏陈红, 郭小东, authorCompany=null, correspAuthors=郭小东, authorNote=
王 威 (1981—),男,河南沈丘人,博士,教授,博士生导师,主要从事城镇安全与韧性城市、生命线工程系统方面的研究。E-mail: ieeww@bjut.edu.cn。
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** 郭小东(1979—),男,江苏南通人,博士,教授,博士生导师,主要从事城乡安全与防灾韧性规划方面的研究。E-mail:
gxd@bjut.edu.cn。
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王 威 (1981—),男,河南沈丘人,博士,教授,博士生导师,主要从事城镇安全与韧性城市、生命线工程系统方面的研究。E-mail: ieeww@bjut.edu.cn。
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侯本伟 副教授。
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1 北京工业大学 建筑与城市规划学院, 北京 100124)]), AuthorCompany(id=1278415506126377429, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, xref=2, ext=[AuthorCompanyExt(id=1278415506138960342, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, companyId=1278415506126377429, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=
2 College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China), AuthorCompanyExt(id=1278415506151543255, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, companyId=1278415506126377429, language=CN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=
2 北京工业大学 建筑工程学院, 北京 100124)])], figs=[ArticleFig(id=1278415511906128379, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Fig.1, caption=
T-S fault tree model, figureFileSmall=kk7O44n98KLaAEVX99xREg==, figureFileBig=t/246xWd1D2CSq8pX00ykg==, tableContent=null), ArticleFig(id=1278415511985820156, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=图1, caption=
T-S 故障树模型, figureFileSmall=kk7O44n98KLaAEVX99xREg==, figureFileBig=t/246xWd1D2CSq8pX00ykg==, tableContent=null), ArticleFig(id=1278415512627548669, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Fig.2, caption=
Trapezoid membership function of fuzzy numbers, figureFileSmall=ykpeVa7QMjsVoojYkuONgg==, figureFileBig=5z1bntJ0BzqZ6hY6z/bNMA==, tableContent=null), ArticleFig(id=1278415512724017662, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=图2, caption=
模糊数的梯形隶属函数, figureFileSmall=ykpeVa7QMjsVoojYkuONgg==, figureFileBig=5z1bntJ0BzqZ6hY6z/bNMA==, tableContent=null), ArticleFig(id=1278415512812098047, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Fig.3, caption=
T-S fault tree model for post earthquake functional loss of communication base station system, figureFileSmall=AfDAjNWpxNi2fKHut36tFg==, figureFileBig=vpoA0qPtUIcis9ryAeeBmw==, tableContent=null), ArticleFig(id=1278415512879206912, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=图3, caption=
通信基站系统震后功能损失T-S故障树模型, figureFileSmall=AfDAjNWpxNi2fKHut36tFg==, figureFileBig=vpoA0qPtUIcis9ryAeeBmw==, tableContent=null), ArticleFig(id=1278415513046979073, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Fig.4, caption=
Seismic fragility curves of machine room system and communication base station system under different damage states, figureFileSmall=S9HO4ItnOPJReB0pwvYGhw==, figureFileBig=yu4MvfI4qmE/xyKRII2ZYQ==, tableContent=null), ArticleFig(id=1278415513143448066, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=图4, caption=
机房子系统和通信基站系统不同损伤状态下的地震易损性曲线, figureFileSmall=S9HO4ItnOPJReB0pwvYGhw==, figureFileBig=yu4MvfI4qmE/xyKRII2ZYQ==, tableContent=null), ArticleFig(id=1278415513244111363, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Fig.5, caption=
Seismic fragility curves obtained frmo traditional and T-S fault tree, figureFileSmall=44u3B/AWLrEtpGyXuGGw1g==, figureFileBig=BHLZUXYrxiTRGWM4GO5LWg==, tableContent=null), ArticleFig(id=1278415513437049348, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=图5, caption=
基于传统和T-S故障树的地震易损性曲线, figureFileSmall=44u3B/AWLrEtpGyXuGGw1g==, figureFileBig=BHLZUXYrxiTRGWM4GO5LWg==, tableContent=null), ArticleFig(id=1278415515030884869, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Fig.6, caption=
Seismic fragility curves of communication base station system for each scheme, figureFileSmall=m2wI2c+C0WP7SiwwySAlNA==, figureFileBig=LXReGig5sDJr2VAHJRiEEA==, tableContent=null), ArticleFig(id=1278415515097993734, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=图6, caption=
各方案通信基站系统地震易损性曲线, figureFileSmall=m2wI2c+C0WP7SiwwySAlNA==, figureFileBig=LXReGig5sDJr2VAHJRiEEA==, tableContent=null), ArticleFig(id=1278415515156713991, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Table 1, caption=
Rules of T-S gate 4
, figureFileSmall=null, figureFileBig=null, tableContent=
| 规则 | x10 | x11 | A3 |
| Ds0 | Ds1 | Ds2 | Ds3 | Ds4 |
| 1 | Ds0 | Ds0 | 1 | 0 | 0 | 0 | 0 |
| 2 | Ds0 | Ds1 | 0.55 | 0.40 | 0.05 | 0 | 0 |
| 3 | Ds0 | Ds2 | 0.50 | 0.15 | 0.30 | 0.05 | 0 |
| 4 | Ds0 | Ds3 | 0.50 | 0.10 | 0.05 | 0.30 | 0.05 |
| 5 | Ds0 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 6 | Ds1 | Ds0 | 0.60 | 0.30 | 0.10 | 0 | 0 |
| 7 | Ds1 | Ds1 | 0.15 | 0.70 | 0.15 | 0 | 0 |
| 8 | Ds1 | Ds1 | 0.10 | 0.50 | 0.35 | 0.05 | 0 |
| 9 | Ds1 | Ds3 | 0.10 | 0.45 | 0.15 | 0.25 | 0.05 |
| 10 | Ds1 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 11 | Ds2 | Ds0 | 0.25 | 0.15 | 0.50 | 0.10 | 0 |
| 12 | Ds2 | Ds1 | 0.05 | 0.35 | 0.50 | 0.10 | 0 |
| 13 | Ds2 | Ds1 | 0 | 0.15 | 0.70 | 0.15 | 0 |
| 14 | Ds2 | Ds3 | 0 | 0.10 | 0.50 | 0.35 | 0.05 |
| 15 | Ds2 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 16 | Ds2 | Ds0 | 0.25 | 0.05 | 0.10 | 0.50 | 0.10 |
| 17 | Ds2 | Ds1 | 0.05 | 0.25 | 0.15 | 0.45 | 0.10 |
| 18 | Ds2 | Ds1 | 0 | 0.05 | 0.35 | 0.50 | 0.10 |
| 19 | Ds2 | Ds3 | 0 | 0 | 0.15 | 0.70 | 0.15 |
| 20 | Ds2 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 21 | Ds4 | Ds0 | 0 | 0 | 0 | 0 | 1 |
| 22 | Ds4 | Ds1 | 0 | 0 | 0 | 0 | 1 |
| 23 | Ds4 | Ds1 | 0 | 0 | 0 | 0 | 1 |
| 24 | Ds4 | Ds3 | 0 | 0 | 0 | 0 | 1 |
| 25 | Ds4 | Ds4 | 0 | 0 | 0 | 0 | 1 |
), ArticleFig(id=1278415515328680456, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=表1, caption=
T-S门4规则
, figureFileSmall=null, figureFileBig=null, tableContent=
| 规则 | x10 | x11 | A3 |
| Ds0 | Ds1 | Ds2 | Ds3 | Ds4 |
| 1 | Ds0 | Ds0 | 1 | 0 | 0 | 0 | 0 |
| 2 | Ds0 | Ds1 | 0.55 | 0.40 | 0.05 | 0 | 0 |
| 3 | Ds0 | Ds2 | 0.50 | 0.15 | 0.30 | 0.05 | 0 |
| 4 | Ds0 | Ds3 | 0.50 | 0.10 | 0.05 | 0.30 | 0.05 |
| 5 | Ds0 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 6 | Ds1 | Ds0 | 0.60 | 0.30 | 0.10 | 0 | 0 |
| 7 | Ds1 | Ds1 | 0.15 | 0.70 | 0.15 | 0 | 0 |
| 8 | Ds1 | Ds1 | 0.10 | 0.50 | 0.35 | 0.05 | 0 |
| 9 | Ds1 | Ds3 | 0.10 | 0.45 | 0.15 | 0.25 | 0.05 |
| 10 | Ds1 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 11 | Ds2 | Ds0 | 0.25 | 0.15 | 0.50 | 0.10 | 0 |
| 12 | Ds2 | Ds1 | 0.05 | 0.35 | 0.50 | 0.10 | 0 |
| 13 | Ds2 | Ds1 | 0 | 0.15 | 0.70 | 0.15 | 0 |
| 14 | Ds2 | Ds3 | 0 | 0.10 | 0.50 | 0.35 | 0.05 |
| 15 | Ds2 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 16 | Ds2 | Ds0 | 0.25 | 0.05 | 0.10 | 0.50 | 0.10 |
| 17 | Ds2 | Ds1 | 0.05 | 0.25 | 0.15 | 0.45 | 0.10 |
| 18 | Ds2 | Ds1 | 0 | 0.05 | 0.35 | 0.50 | 0.10 |
| 19 | Ds2 | Ds3 | 0 | 0 | 0.15 | 0.70 | 0.15 |
| 20 | Ds2 | Ds4 | 0 | 0 | 0 | 0 | 1 |
| 21 | Ds4 | Ds0 | 0 | 0 | 0 | 0 | 1 |
| 22 | Ds4 | Ds1 | 0 | 0 | 0 | 0 | 1 |
| 23 | Ds4 | Ds1 | 0 | 0 | 0 | 0 | 1 |
| 24 | Ds4 | Ds3 | 0 | 0 | 0 | 0 | 1 |
| 25 | Ds4 | Ds4 | 0 | 0 | 0 | 0 | 1 |
), ArticleFig(id=1278415515542589961, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Table 2, caption=
Fragility parameters of essential component
, figureFileSmall=null, figureFileBig=null, tableContent=
| 代号 | 基本 组件 | 需求参 数/g | 损伤 状态 | 地震易损性函数参数 |
| ei/g | βi |
| x1 | 变电 站[18] | PGA | Ds1 | 0. 152 3 | 0. 473 8 |
| Ds2 | 0. 268 2 | 0. 606 8 |
| Ds3 | 0. 470 2 | 0. 442 8 |
| Ds4 | 0. 729 4 | 0. 497 7 |
| x2 | 输电线[16] | PGA | Ds1 | 0. 280 0 | 0. 300 0 |
| Ds2 | 0. 400 0 | 0. 200 0 |
| Ds3 | 0. 720 0 | 0. 150 0 |
| Ds4 | 1. 100 0 | 0. 150 0 |
| x3 | 柴油发 电机[19] | PGA | Ds4 | 0. 900 0 | 0. 400 0 |
| x4 | 蓄电 池[6] | PGA | Ds1 | 0. 397 0 | 0. 843 0 |
| Ds3 | 0. 883 0 | 0. 959 0 |
| x5 | 通信 机房[8] | PGA | Ds1 | 0. 121 0 | 0. 713 0 |
| Ds2 | 0. 235 1 | 0. 642 5 |
| Ds3 | 0. 434 1 | 0. 605 9 |
| Ds4 | 0. 688 9 | 0. 587 6 |
| x6 | 通信 机柜[5] | PGA | Ds1 | 0. 300 1 | 0. 301 2 |
| Ds2 | 0. 593 3 | 0. 298 3 |
| Ds4 | 1. 258 3 | 0. 307 2 |
| x7 | 电源柜[16] | PGA | Ds1 | 0. 150 0 | 0. 750 0 |
| Ds2 | 0. 320 0 | 0. 600 0 |
| Ds3 | 0. 600 0 | 0. 620 0 |
| Ds4 | 1. 250 0 | 0. 650 0 |
| x8 | 走线架[5] | PGA | Ds1 | 0. 439 2 | 0. 413 3 |
| Ds2 | 0. 894 7 | 0. 343 2 |
| Ds4 | 1. 228 8 | 0. 467 4 |
| x9 | 空调[16] | PGA | Ds1 | 0. 130 0 | 0. 550 0 |
| Ds2 | 0. 260 0 | 0. 500 0 |
| Ds3 | 0. 460 0 | 0. 620 0 |
| Ds4 | 1. 030 0 | 0. 620 0 |
| x10 | 50m四 方塔[5] | PGA | Ds1 | 0. 519 4 | 0. 361 1 |
| Ds3 | 1. 067 9 | 0. 345 3 |
| Ds4 | 1. 320 5 | 0. 320 1 |
| x11 | 通信光 缆[8] | PGA | Ds1 | 0. 240 0 | 0. 250 0 |
| Ds2 | 0. 330 0 | 0. 200 0 |
| Ds3 | 0. 580 0 | 0. 150 0 |
| Ds4 | 0. 890 0 | 0. 150 0 |
), ArticleFig(id=1278415515655836170, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=表2, caption=
基本组件易损性函数参数
, figureFileSmall=null, figureFileBig=null, tableContent=
| 代号 | 基本 组件 | 需求参 数/g | 损伤 状态 | 地震易损性函数参数 |
| ei/g | βi |
| x1 | 变电 站[18] | PGA | Ds1 | 0. 152 3 | 0. 473 8 |
| Ds2 | 0. 268 2 | 0. 606 8 |
| Ds3 | 0. 470 2 | 0. 442 8 |
| Ds4 | 0. 729 4 | 0. 497 7 |
| x2 | 输电线[16] | PGA | Ds1 | 0. 280 0 | 0. 300 0 |
| Ds2 | 0. 400 0 | 0. 200 0 |
| Ds3 | 0. 720 0 | 0. 150 0 |
| Ds4 | 1. 100 0 | 0. 150 0 |
| x3 | 柴油发 电机[19] | PGA | Ds4 | 0. 900 0 | 0. 400 0 |
| x4 | 蓄电 池[6] | PGA | Ds1 | 0. 397 0 | 0. 843 0 |
| Ds3 | 0. 883 0 | 0. 959 0 |
| x5 | 通信 机房[8] | PGA | Ds1 | 0. 121 0 | 0. 713 0 |
| Ds2 | 0. 235 1 | 0. 642 5 |
| Ds3 | 0. 434 1 | 0. 605 9 |
| Ds4 | 0. 688 9 | 0. 587 6 |
| x6 | 通信 机柜[5] | PGA | Ds1 | 0. 300 1 | 0. 301 2 |
| Ds2 | 0. 593 3 | 0. 298 3 |
| Ds4 | 1. 258 3 | 0. 307 2 |
| x7 | 电源柜[16] | PGA | Ds1 | 0. 150 0 | 0. 750 0 |
| Ds2 | 0. 320 0 | 0. 600 0 |
| Ds3 | 0. 600 0 | 0. 620 0 |
| Ds4 | 1. 250 0 | 0. 650 0 |
| x8 | 走线架[5] | PGA | Ds1 | 0. 439 2 | 0. 413 3 |
| Ds2 | 0. 894 7 | 0. 343 2 |
| Ds4 | 1. 228 8 | 0. 467 4 |
| x9 | 空调[16] | PGA | Ds1 | 0. 130 0 | 0. 550 0 |
| Ds2 | 0. 260 0 | 0. 500 0 |
| Ds3 | 0. 460 0 | 0. 620 0 |
| Ds4 | 1. 030 0 | 0. 620 0 |
| x10 | 50m四 方塔[5] | PGA | Ds1 | 0. 519 4 | 0. 361 1 |
| Ds3 | 1. 067 9 | 0. 345 3 |
| Ds4 | 1. 320 5 | 0. 320 1 |
| x11 | 通信光 缆[8] | PGA | Ds1 | 0. 240 0 | 0. 250 0 |
| Ds2 | 0. 330 0 | 0. 200 0 |
| Ds3 | 0. 580 0 | 0. 150 0 |
| Ds4 | 0. 890 0 | 0. 150 0 |
), ArticleFig(id=1278415515777470987, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Table 3, caption=
Damage probability and fuzzy numbers of essential components(PGA=0.4g)
, figureFileSmall=null, figureFileBig=null, tableContent=
| 基本组件 | 损伤状态 | 破坏概率P(Dsi) | 模糊数 |
| a | b | c | d |
| x10 | Ds0 | 0. 765 3 | 0. 719 4 | 0. 727 0 | 0. 803 6 | 0. 811 2 |
| Ds1 | 0. 232 5 | 0. 218 6 | 0. 220 9 | 0. 244 1 | 0. 246 5 |
| Ds2 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 |
| Ds3 | 0. 002 1 | 0. 002 0 | 0. 002 0 | 0. 002 2 | 0. 002 2 |
| Ds4 | 0. 000 1 | 0. 000 1 | 0. 000 1 | 0. 000 1 | 0. 000 1 |
| x11 | Ds0 | 0. 020 5 | 0. 019 3 | 0. 019 5 | 0. 021 5 | 0. 021 7 |
| Ds1 | 0. 147 5 | 0. 138 7 | 0. 140 1 | 0. 154 9 | 0. 156 4 |
| Ds2 | 0. 825 4 | 0. 775 9 | 0. 784 1 | 0. 866 7 | 0. 874 9 |
| Ds3 | 0. 006 6 | 0. 006 2 | 0. 006 3 | 0. 006 9 | 0. 007 0 |
| Ds4 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 |
), ArticleFig(id=1278415515957826060, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=表3, caption=
基本组件破坏概率及模糊数(PGA=0.4g)
, figureFileSmall=null, figureFileBig=null, tableContent=
| 基本组件 | 损伤状态 | 破坏概率P(Dsi) | 模糊数 |
| a | b | c | d |
| x10 | Ds0 | 0. 765 3 | 0. 719 4 | 0. 727 0 | 0. 803 6 | 0. 811 2 |
| Ds1 | 0. 232 5 | 0. 218 6 | 0. 220 9 | 0. 244 1 | 0. 246 5 |
| Ds2 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 |
| Ds3 | 0. 002 1 | 0. 002 0 | 0. 002 0 | 0. 002 2 | 0. 002 2 |
| Ds4 | 0. 000 1 | 0. 000 1 | 0. 000 1 | 0. 000 1 | 0. 000 1 |
| x11 | Ds0 | 0. 020 5 | 0. 019 3 | 0. 019 5 | 0. 021 5 | 0. 021 7 |
| Ds1 | 0. 147 5 | 0. 138 7 | 0. 140 1 | 0. 154 9 | 0. 156 4 |
| Ds2 | 0. 825 4 | 0. 775 9 | 0. 784 1 | 0. 866 7 | 0. 874 9 |
| Ds3 | 0. 006 6 | 0. 006 2 | 0. 006 3 | 0. 006 9 | 0. 007 0 |
| Ds4 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 | 0. 000 0 |
), ArticleFig(id=1278415516050100749, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Table 4, caption=
Seismic fragility parameters of machine room system and communication base station system under different damage states
, figureFileSmall=null, figureFileBig=null, tableContent=
| 损伤状态 | 机房子系统 | 通信基站系统 |
| ei/g | βi | ei/g | βi |
| Ds1 | 0. 174 2 | 0. 621 9 | 0. 158 6 | 0. 741 7 |
| Ds2 | 0. 362 6 | 0. 537 3 | 0. 259 6 | 0. 669 9 |
| Ds3 | 0. 554 3 | 0. 393 4 | 0. 400 0 | 0. 519 4 |
| Ds4 | 0. 693 0 | 0. 342 6 | 0. 495 6 | 0. 439 6 |
), ArticleFig(id=1278415516133986830, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=表4, caption=
机房子系统及通信基站系统不同损伤状态下的地震易损性函数参数
, figureFileSmall=null, figureFileBig=null, tableContent=
| 损伤状态 | 机房子系统 | 通信基站系统 |
| ei/g | βi | ei/g | βi |
| Ds1 | 0. 174 2 | 0. 621 9 | 0. 158 6 | 0. 741 7 |
| Ds2 | 0. 362 6 | 0. 537 3 | 0. 259 6 | 0. 669 9 |
| Ds3 | 0. 554 3 | 0. 393 4 | 0. 400 0 | 0. 519 4 |
| Ds4 | 0. 693 0 | 0. 342 6 | 0. 495 6 | 0. 439 6 |
), ArticleFig(id=1278415516226261519, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Table 5, caption=
Seismic fragility parameters calculated based on traditional and T-S fault tree
, figureFileSmall=null, figureFileBig=null, tableContent=
| 损伤状态 | 传统故障树 | T-S故障树 |
| ei/g | βi | ei/g | βi |
| Ds1 | 0. 079 8 | 0. 408 2 | 0. 158 6 | 0. 741 7 |
| Ds2 | 0. 161 7 | 0. 424 3 | 0. 259 6 | 0. 669 9 |
| Ds3 | 0. 288 5 | 0. 427 1 | 0. 400 0 | 0. 519 4 |
| Ds4 | 0. 517 8 | 0. 378 7 | 0. 495 6 | 0. 439 6 |
), ArticleFig(id=1278415516289176080, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=表5, caption=
基于传统和T-S故障树计算的地震易损性函数参数
, figureFileSmall=null, figureFileBig=null, tableContent=
| 损伤状态 | 传统故障树 | T-S故障树 |
| ei/g | βi | ei/g | βi |
| Ds1 | 0. 079 8 | 0. 408 2 | 0. 158 6 | 0. 741 7 |
| Ds2 | 0. 161 7 | 0. 424 3 | 0. 259 6 | 0. 669 9 |
| Ds3 | 0. 288 5 | 0. 427 1 | 0. 400 0 | 0. 519 4 |
| Ds4 | 0. 517 8 | 0. 378 7 | 0. 495 6 | 0. 439 6 |
), ArticleFig(id=1278415516394033681, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=EN, label=Table 6, caption=
T-S criticality importance measure of each essential component
, figureFileSmall=null, figureFileBig=null, tableContent=
基本 组件 | T-S关键重要度${I}_{cr}^{\left(DSi\right)}$ |
| ${I}_{cr}^{(Ds\left.1\right)}$ | ${I}_{cr}^{(Ds\left.2\right)}$ | ${I}_{cr}^{(Ds\left.3\right)}$ | ${I}_{cr}^{(Ds\left.4\right)}$ |
| x1 | 0. 209 0 | 0. 226 1 | 0. 206 3 | 0. 229 3 |
| x2 | 0. 237 5 | 0. 167 9 | 0. 186 0 | 0. 207 9 |
| x3 | 0. 179 4 | 0. 186 8 | 0. 208 0 | 0. 246 4 |
| x4 | 0. 225 4 | 0. 241 8 | 0. 226 5 | 0. 335 2 |
| x5 | 0. 179 7 | 0. 209 0 | 0. 244 8 | 0. 371 9 |
| x6 | 0. 161 6 | 0. 186 4 | 0. 244 7 | 0. 371 8 |
| x7 | 0. 091 9 | 0. 096 1 | 0. 106 4 | 0. 191 7 |
| x8 | 0. 008 2 | 0. 013 4 | 0. 005 0 | 0. 009 1 |
| x9 | 0. 003 4 | 0. 004 5 | 0. 002 3 | 0. 002 3 |
| x10 | 0. 046 8 | 0. 048 7 | 0. 050 3 | 0. 089 2 |
| x11 | 0. 244 5 | 0. 244 7 | 0. 206 9 | 0. 244 6 |
), ArticleFig(id=1278415516519862802, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1278415492893348290, language=CN, label=表6, caption=
各基本组件T-S关键重要度
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基本 组件 | T-S关键重要度${I}_{cr}^{\left(DSi\right)}$ |
| ${I}_{cr}^{(Ds\left.1\right)}$ | ${I}_{cr}^{(Ds\left.2\right)}$ | ${I}_{cr}^{(Ds\left.3\right)}$ | ${I}_{cr}^{(Ds\left.4\right)}$ |
| x1 | 0. 209 0 | 0. 226 1 | 0. 206 3 | 0. 229 3 |
| x2 | 0. 237 5 | 0. 167 9 | 0. 186 0 | 0. 207 9 |
| x3 | 0. 179 4 | 0. 186 8 | 0. 208 0 | 0. 246 4 |
| x4 | 0. 225 4 | 0. 241 8 | 0. 226 5 | 0. 335 2 |
| x5 | 0. 179 7 | 0. 209 0 | 0. 244 8 | 0. 371 9 |
| x6 | 0. 161 6 | 0. 186 4 | 0. 244 7 | 0. 371 8 |
| x7 | 0. 091 9 | 0. 096 1 | 0. 106 4 | 0. 191 7 |
| x8 | 0. 008 2 | 0. 013 4 | 0. 005 0 | 0. 009 1 |
| x9 | 0. 003 4 | 0. 004 5 | 0. 002 3 | 0. 002 3 |
| x10 | 0. 046 8 | 0. 048 7 | 0. 050 3 | 0. 089 2 |
| x11 | 0. 244 5 | 0. 244 7 | 0. 206 9 | 0. 244 6 |
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Median value of seismic fragility of communication base station system for each scheme
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| 损伤状态 | Ds1 | Ds2 | Ds3 | Ds4 |
| 对照组 | 0. 158 6 | 0. 259 6 | 0. 400 0 | 0. 495 6 |
| 方案1 | 0. 161 4 | 0. 265 2 | 0. 407 6 | 0. 506 8 |
| 方案2 | 0. 158 8 | 0. 259 7 | 0. 400 1 | 0. 495 8 |
| 方案3 | 0. 163 6 | 0. 270 2 | 0. 414 7 | 0. 516 8 |
| 方案4 | 0. 159 0 | 0. 260 0 | 0. 400 4 | 0. 496 1 |
| 方案5 | 0. 165 6 | 0. 276 8 | 0. 420 9 | 0. 526 1 |
| 方案6 | 0. 159 4 | 0. 260 4 | 0. 400 9 | 0. 496 7 |
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各方案通信基站系统地震易损性中位值
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| 损伤状态 | Ds1 | Ds2 | Ds3 | Ds4 |
| 对照组 | 0. 158 6 | 0. 259 6 | 0. 400 0 | 0. 495 6 |
| 方案1 | 0. 161 4 | 0. 265 2 | 0. 407 6 | 0. 506 8 |
| 方案2 | 0. 158 8 | 0. 259 7 | 0. 400 1 | 0. 495 8 |
| 方案3 | 0. 163 6 | 0. 270 2 | 0. 414 7 | 0. 516 8 |
| 方案4 | 0. 159 0 | 0. 260 0 | 0. 400 4 | 0. 496 1 |
| 方案5 | 0. 165 6 | 0. 276 8 | 0. 420 9 | 0. 526 1 |
| 方案6 | 0. 159 4 | 0. 260 4 | 0. 400 9 | 0. 496 7 |
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